Effectiveness Evaluation of Shredded Waste Expanded Polystyrene on the Properties of Binder and Asphalt Concrete

Table 2

Selected combined gradation of aggregate and filler.

Coarse aggregate (CA) = 52%, fine aggregate (FA) = 42%, and mineral filler (MF) = 6%
Sieve size	% passing	Specified limit (AASHTO T 27)	Cumulative % retained	% used
3/4″	100	100	0	0
1/2″	97.38	90–100	2.62	2.62
3/8″	78.66	76–90	21.34	18.72
#4	59.44	44–74	40.56	19.22
#8	48	28–58	52	11.44
#40	33.3	8–27	66.7	14.7
#80	16.92	5–17	83.08	16.38
#200	6	5–8	94	10.92
#200 (retained)			100	6
			Total	100